کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
513944 | 866677 | 2012 | 12 صفحه PDF | دانلود رایگان |

A new quadrilateral four node membrane finite element based on a mixed Hellinger–Reissner variational formulation is proposed. Displacement and stress interpolations are defined by 12 kinematical DOFs (two displacements and one drilling rotation per node) and 9 stress parameters.The displacement interpolation is obtained as a sum of three contributions. The first two correspond to compatible modes that assume a linear and quadratic (Allman-like) shape along the sides. The latter corresponds to a cubic incompatible mode depending on the average nodal rotations of the element. The stress interpolation is obtained from a complete quadratic polynomial by enforcing the internal bulk equilibrium and three further uλuλ Pian equilibrium conditions, so obtaining an equilibrated and non-redundant field. The compliance and compatibility matrices are derived analytically, using an efficient boundary integration scheme.Numerical comparisons show that the proposed element performs better and is less sensitive to mesh distortion than similar elements in the literature. The constant stress states are recovered exactly and a very accurate recovery, for both stress and rotation fields, is also obtained in bending as well as in shear contexts. As shown by some numerical tests in buckling problems, the element is suitable for extension to nonlinear analysis.
► A new isostatic equilibrated quadrilateral membrane finite element is proposed.
► It is based on Allman' kinematics and an additional incompatible mode.
► There are no spurious modes and no penalty constraints.
► The performance of element are good and less sensitive to mesh distortion.
► Buckling tests show that the element is also suitable for nonlinear analysis.
Journal: Finite Elements in Analysis and Design - Volume 50, March 2012, Pages 21–32